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SEP-000033-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 - Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000033-2017 Date Issued: Thursday, April 20, 2017 This is to certify that work requested to be done as shown by Permit Number SEP-000033-2017 has been completed. Tax Map Number: 308.14-1-52 Location: 183 PITCHER RD Owner: FOREST PARK MHC,LLC Applicant: Forest Park This structure may be occupied as a: Septic Alteration 15& 17 Woodland Path By Order of Town Board TOWN OF QUEENSSBBURYA Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, ppayyj�j!!!!"' VVV Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 +r Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000033-2017 Tax Map No: 308.14-1-52 Permission is hereby granted to: FOREST PARK MHC,LLC For property located at: 183 PITCHER RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tyne of Construction Owner Name: FOREST PARK MHC,LLC Septic Disposal-Residential $0.00 Owner Address: 183 Pitcher RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Stone Installations 4305 Route 50 Saratoga Springs,NY 12866 Plans&Specifications Septic Alteration 15&17 Woodland Path $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,February 8,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the a pimttiion date.) Dated at the Town Queen ry; // W ebruary 8,2017 SIGNED BY: (((wwwA __"III��/// /d for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Use Only DATE 13/�a(y/O Received Cc TAX MAP IDC E 11 'T I 1 � LTi I j LOCATION OFINSTALLAT/ON 00di CD 0 7 n/�ppr0 a APPLICANT62resf- p NOFQUEENSWElf-MAILS)9 `7LIY--777& PMENT ADDRESS 6 3 P o cheCd Qn INSTALLER/BUILDER: W_ f )-W- PHONE/E-MAIL/IX-A4-101p ADDRESS: 4,3C6 Pit 50 jIDG1c )2ngs NV I18(do OWN ER roy'e0 Par V_ M 4 C' I L11 PHONE/E-MAIL \1� Address s_&d1i o v� CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: W(I AQ I e�drimr\ PHONE �J-7-7 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow .1980 or older Garbage grinder installed Y IN 1981-1991 - to no b Spa or Hot Tub installed _Y _V N 1992-Present PARCEL INFORMATION Topography ✓ Flat rolling _Steep slope _%slope Soil Nature _Sand Loam _Clay _Other Groundwater At what depth? Bedrock/Impervious Material At what depth? Domestic Water Supply ✓ Municipal Well (if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: 1-5 per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size a gallons (minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ft.;Each trench x Seepage Pit with#3 stone How many: -;size Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size #of tanks Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received&approved. The installed system must match the septic system layout on file-no exceptions. DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide bythese and II requirements of the Town of Queensbury Sanitary Sewagn r i_� 1 Ordinance. Print Name: �MnQPA�AYCf /�/I11lon Date: Signature: I I II I I Ltt�I'.nhp1� Date: Town of Queensbury Building&Codes Septic Disposal Permit July 2014 GENERAL NOTES: DE n "SIGN El OWN INFO MSA: C, REO'D LENGTH OF- � PT =—PERCOLATION QTES INFORMATION _ TOPOGRAPHY AT ITREAOTM NTT FIELD IS RELATIVELY LEVEL, 1 CLAR CLARIFY ANY QESIGN/LAYOUT DETAILS. BEDRMS GAL./DAY RATE L ATERAI S DTP — DEEP TEST PIT TEST PERFORMED ON 1 -22-16 WITH STONE INDUSTRIES AND NYSDOH DWEWNG SUPPLIED PATH MUNICIPAL WATER. 2.USE DIMENSfONS GI`EN: DO NOT 6 66P GAL/DAY 1 5 MPI 275'-259* 206' REPRESNTATIVE ON SITI. SCALE DRAWINGS. " d' ' T ^ pit'#r ;. �j tv.: y 0"-10" DARK SANDY TOPSOIL NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 106' 3.ALL PERMITTING V�rd' �O BE S k i .n` 11 OF TREATMENT AREA. / 6 cr„": a 10"-22" BROWN/REDISH SAND. Ti OBTAINED RY CONT 2' ' Fr AND/OR '"PROPOSED INSTALLATION: 22'-72' LIGHT BRQWJN SAND. PROPERTY OWNER. TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS NO GROUNDWATER OR MOTTLING NOTED FEB O 21} TOTAL NUM ,R OF LATERALS = 4 : , TOWN OF ,, . LENGTH OF ACH LATERAL — 55'-0' QUEE SI3fJ.E7h�i� j,,.� ��°�,I ,: i >ex+0�c't'rr COMMUNITY DE E1VII= • i — .. TOTAL LENGTH OF LATERALS 220 ;t r LENGTH PT STABWZED PERCOLATION RATE: 1:07 MPI 4 PT#2.,STABIII7_ED PF icoLn110N-RATE t:+05 �I NORTH PER NYSDOH°APP. 75—A(FEB 3, 2010); A 259 REDUCTION IN` I 'VV t"i tiJ - "'c ���?Y TRENCH LEN-6TH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS �UILDI�` x ®�±`�, IFP s^EPTIC PLOT PLAN PROJECT LOCATION PLAN WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN c}, { SIDEWALLS TALE 6C OF NYSDOH GREEN" HANDBOOK. R ,�IvC'U`( +:i '."�° _ I HAVE SEEN OR OBSERVED ALL OBJE t SUCH AS HOUSES, WELLS,TREES, FENCES, E C NOT TO SCAI,:E Date: � 1 I SHO'ArI ON THIS DOCUMENT.I HAVE PERSONALLY E _�ES DIAGRAM. TOWN OF QUEENSBURY I MEASUR� JCE SET FORTH ONTHIS DI-1BUILDING DEPARTMENT eta%�/1(�U o?I7,� is a violation of NYS education law for any person, Based on our limited examination,COmgql{lance :'�':v,=:TDA Mess ne is acting Under the direction of a ligensbd with our comments shall not be ,comiled as LST #17 EXISTING 3 professional engineers to atter any item in any Way indicating the plans and secifications are in BEDROOM full Compliance with the Kilding Cogs of ,� / DWELLING LOT INFORMATION: New York Eta#Q, SOLID 4"0 SCH40 AT _ PARKING PER FOOT, TYP. DECK I TAX MAP ##: 308.14-1 -52 REMOVE PINE TRE,L_ TOWN OF QU:E.ENSBURY A o N L1 LTJ .4 SIZE: 8.9 ACRES TREE —+ PT' ,. C, MP / NOTES NEW 1000 GALLON CONC ETE:: (I I T42— APPROVAL STAMP TANKS WITH FILTER.SEE WY DTPA INSTALLER 1`0 LOCATE ALL UNDERGROUND DETAILS: .( - UTILITIES PRIOR TO CONSTRUCTION. �_' _ I 4 LATERALS AT 55' EACH. � NE�1�YOF I< STATE DEPARTMENT OF HEALTH � .� L4 ADS RANCOR AFC' 24 GLENS FALLS DISTRICT OFFICE D—BOX CHAMBERS. SEE DETAILS. DECOMMISSION WELL': � - NMOVE EXITING POLY TANK_. Dated: PERNYSDOH REQM'T. These plans for: �' I n- �eP�c, 5ys'�t LOT #15 EXISTIIJ 3 DECK I are hereby Approved by: PARKING BEDROOM PURPORTED DWELUNQ for the State Commissioner of Health ELECTRIC LINE. I LOCATE IN t.('= (VI.1) FIELD. ` LOCATE WATER LINE AND I ESIG G�f�,�IV LeLL CHAMBER ACTUAL SEPTIC COMPONENT LAYOUT PROJECT: REPLACEMENT D � MAY VARY DUE TO BURIED UTILITIES. MAINTAIN 10 HORIZONTALl J, ., -; , + SEPARATION TO SEPTIC, TYP. FOREST PARK — �,66'OD,LI;, ''D, ,�,."TH LOT #15���. �s i.i. 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSB.URY) r DRAWING TITLE: AS—BUILT TIE—IN DIME14SI0'NS (FT) ��owp KENGIIWIERING, PLL = SITE PLAID A B C D 225 RUGGLES RD.,SARATOGA SPRINGS,NY SEPTIC SITE., PLAN h 518.581.3893 FlLE NAME I SITE D—BOX ; GALE I °" N0.' SUBMITTAL / REVISION APP'D. DATE DATE I JANUARY 2017 PLOT PLAN INFORMATION OBTAINED FROM WARREN 60UNTY GIS +- L1 BEGIN F (� A ' ISSUED FOR REVIEW/APPROVAL RKR 1/6/17.. - AND AS PURPORTED BY,RROPERTY MANAGER i $ REVISION I A a L1 END THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST X79$0�' 4� L4 BEGIN NOT BE CONSTRUED AS;SUCH. Py SHEET p�LSSIo� C-001 1 OF a a L4 EW } 2 k . PROJECT NOTES: MOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE 1°ATH 2010 NYSDOH APPENDIX 75-A. 6' SEED AND COVER WITH STRAW. DUE TO GRADE CHANGE SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS - 6" BURIAL DEPTH WILL VARY AND SPACING OF INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN TYP. „ ABSORPTION HANDBOOK” FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO N. EXCEED 2� . INSTALL LATERAL GUARANTEEON SYSTEM PERFORMANCE OR LONGEVITY. NATIVE END VENT >3' DEEP.MITRENCHES = 6' O.C. GRAVELLESS S �I�- , 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN CHAMBER EARTH I_ 5 '` PURPOSES ONLY. FULL-TIME INSPECTIONS NOT PERFORMED. BACKFILL III- i- I-III= I-III- 1�J1 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND _ "�� IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S I-1 11=1 11=11I' 11-�-1 I H I 1=1 11=1 11=l 2» CHAMBER r—11=1 I'- - - ' I -III�II II=I III=III=111J I- 'SII- ONE CHAMBER REQUIREMENTS. HEIGHT z PROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY --2'— DRAIN. SEED AND MULCH. REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE DO NOT SMEAR SOILS DURING N INSTALL LEVEL. REMOVE �(J ((nT r� NSIBILITY OF THE OWNER. EXCAVATION. _ DEBRIS, RAKE FLOOR & WALLS. D E a LJIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. 7 N1 C_tS ALLOWED ON TREATMENT FIELD. GROUND WATER, BEDROCK OR FEB C 7 20R IMPERMEABLE STRATA 51 D TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. PER NYSDOH APP. 75-A(FEB 3, 2010); A 25% 7. "REATME 1T FIELD SHALL BE GRADED TO SHED RAINFALL AND TO REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF TOWN OF QUEENSB T 1,JRFACE RUNOFF FROM ADJACENT AREAS. GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA _ A ._H C®R ARC 24 CHAMBER MODEL COMMUNI?Y DD/EIOP & VOLUME OP 7.5GAL/F7 & OPEN SIDEWALLS. GRAVELLESS CHAMBER �aop�2�i'MBER TRENCH TREATMENT SECTION b. r1190 7 NDATION: DOWNSLOPE OR $HALLOW WELLS SHOULD HAVE R�VE - UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. SCAT E: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. r , 4PRECAST C TANK r T'f I I 24" DIA 9. INSTAIL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH C I i I A RISER OR EQUAL INLET II � , OUTLE r10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL CAUSE FAILURE OF SEPTIC SYSTEM, L—L1----------INLETOUTLET PROVIDE EFFLUENTFILTER: SEE NOTES. APPROVAL STAMP / NOTES INSTALL RISER & EFFLUX NT FILTER (POLYLOK PL,122) It ;s a violation of NYS education law for any person, 1-1/2" LOCKABLE COVER, TYP unless he is acting under the direction of a licensed CONNCRETE BAFFLE BACKFILL WITH CLEAN professional engineer, to alter any item in any way. OR EQUAL BAFFLE ON-SITE MA IAL PLACED NI SOI GRADE REMOVABLE COVER IN 8 INCH U 1�5 AND TAMP�11 EFFLUENT FILTEROP SOIL, SEED & MULCH COVER—� � WATERPROOF SEAL X 12" MIN i i i i i i " "'T-1 z x i *5 , POLY RISER INLET INVERT am eu j. p ue Is a eP p anoadde ao}}aays}sn}of Ja}wL. " ABOVE S INLET ) OUTLET INVERT t OUTLET aal}}O J3uas10 spe3 sua10 INLET l a. CAULKED ---/ t `° 7,---62j ��CAULKED H17IV3H d01N3W1HV*d30 31VIS NE10A AA3N OU IEEE JOINT aUIC JOINT SANITARY c o SANITARY TEE W/ LEVEL _ ���ggg -� EFFLUENT FILTER 2" MIN. TEE a 3 ULKHEAD /- 3" MIN 12" MIN,L80 s8o�ooOB° "oY / --' `�°°°^`="'cam CLEAN SAND, PEA I GRAVEL OR AGGREGATEa//�cw d1 ,(3/4" - 1 1/2")0IF DESIGNcDTOTUSE EXISTING SEPTIC TAkQPUMP OUT A,N D INSPECT EXISTING TANK; PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE 1. MINIMUM TANK CAPACITY AS FOLLOWS: MAINTAINED. TANKS SHALL BE PUMPED SEPTIC REPLACEMENT DESIGN-/ GRAVELLESS CHAMBER 1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, WITH ORTAND L SS FORPECTED EVERY 2 YEARS OPIIMAL PERFORMANCE; _ FOREST PARK WOODLAND PATH 27 S. F. SURFACE AREA. EFFLUENT FILTER (IF INSTALLED) SHALL OUTLET PIPES. SURFACE AREA 2. SPEED LEVELING DEVICES SHALL BE USED ON ALL - 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F, BE CHECKED AND CLEANED REGULARLY. OTHERWISE PREMATURE }� Q }} �] LOT 17 C tt 1 - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. FAILURE COULD OCCUR . 3. SEPTIC TANK TO D-BOX: 4" PVC OR SDR21, LIQUID SURFACE AREA. 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. - FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250 _ GALLONS TO TANK SIZE FOR EACH. 4. THE SLOPE OF OUTLET PIPES BETWEEN THE - rDRAWING T11LE: DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: a PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, OF NEA&MEMIsiumnaROMG9W SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4" PER FOOT. �' g yO P LL,C = DETAILS AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 �� 225 RUGGLES RD.,SARATOGA SPRINGS,NY =_ WITH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4' PVC SCH. 40 PIPE OR Q' 1� 518.581.3893 FILE NAME DETAILS SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. C� n 5. USE DOUBLE SIDED STICKING RUBBER BUM FOR W SCALE AS NOTED o DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. J No, SUBMITTAL / REVISION APP'D. DATE = DATE JANUARY 2017 NEW CONCRETE ' FOR EACH MOBILE HOME, PROVIDE A ISSUED FOR REVIEW/APPROVAL RKR 1/6/11. REVISION A NEW 1000 _.. C) W DISTRIBUTION SOX OAL CONCRE SEPTIC TANK �d �$ F � ..._..� A 9 S� ti SHEET o SCALE: NONE SCALE: NONE �QESSIo�A2 of C-100 2 bvr IM ENGINEERING, PLLC . Civil Engineering . Structural Design . Structurallnspectlon RECORD PLAN DRAWING SUBMISSION FOR SEPTIC SYSTEM REPLACEMENT Date: March 24, 2017 To. Town of Queensbury Charles Dyer Building Department 742 Bay Road Queensbury,NY 12804 Re: Forest Park- Mobile Home Park Queensbury,NY 12804 To Whom It May Concern: Find enclosed a septic system record drawing (11 x 17) depicting the replacement septic system as it was constructed at the below noted address. Replaced Septic Systems at: Forest Park MHP Woodland Path# 15 &#17. Please let me know if you have any questions. tTOVVN 2DIf you have anyquestions please call. ENSBIJRYSincerely, CODES Ryan K. Riper, P.E. Encl. 225 Ruggles Road Saratoga Springs,New York 12866 Cell:518,817.0099 Office:518.581.3893 e-mail:Ry"Riper®RKengineering.us - - GENERAL NOTES: DESIGN INFORMATION i SOILS INFORMATION: SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO DESIGN FLOW DESI PERC. REO'D LENGTH.OF ( PT = PERCOLATION TEST TOPOGRAPHY AT TREATMENT FIFO-D IS RELATIVELY LEVEL. CLARIFY ANY DESIGN/LAYOUT DETAILS. ;I BEDRMS _ G 6dIE LATERALS- t DTP = DEEP TEST PIT TEST PERFORMED ON 12-X22-16 WITH STONE INDUSTRIES AND NYSDOH DWELLING SUPPLIED WITH MUNJCiPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT 6 660 GAL/DAY 1-5 MPI 275'-25%==206'�I REPRESENTATIVE ON SITE. SCALE DRAWINGS.uIr *1 0"-10" DARK SANDY TbPSOIL NO ACTIVE NEIGHBORING WEu S NOTED/VISIBLE WITHIN 100' 3.ALL PERMITi1NG/VARIANCES TO BE , 10"-22' BROWN REDISH SAND. OF.TREATMENT AREA. �� j rs�✓ t l { `°a tt, PROPOSED INSTALLATION: / OBTAINED BY CONTRACTOR AND/OR 22"-72" LIGHT BROWN SAND. TRENCH SY!§IMM WITH ADS HANCOR ARC~24 CHAMBERS PROPERTY OWNE12. NO GROUNDWATER OR MOTTLNG NOTED TOTAL NUMBER OF LATERALS = 4 ` t ' r LENGTH OF EACH LATERAL = 55'-0" � , TOTAL LNGil, OF LATERALS 12.0' --� PT #1 STABILIZED PkRCOLATION RATE: 1:07 MPI Y PT #2 STABILIZED PERCOLATION RATE: 1:05 MPI NORTH r • PER NYSDOH APP. 75-A(FEB 3, 2510); A 25% REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE JOF GRAVELLESS CHAMBEN$ WITH 1.6SF/FT .OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN PROJECT LOCATION ,PLAN SIDEWALLS,..TARLE 6C OF NYSDOH 'GREEN" HANDBOOK. NOT TO SBAL it It is a violation of NYS education law for any person, unless he is acting under the direction of a licensed LOT #17 EXISTING 3 I- professional engineer, to alter any item In anyway BEDROOM DWELLING Imo' SOLID. 4"o SCH40 AT PARKING LOT INFORMATION: PER FOOT, TY :. — MOVE PINE E DECK TAX MAP #: Q8.14 1 - A TOWN OF QUEENSBURY Ll LOT SIZE: 48.9 ACRES TREE O .5' 6' APPROVAL STAMP / {VOTES NEW 1000 GALLON CONCRETE. WY TANKS WITH FILTER.SE> :. D" 1 INSTALLER TO LOCATE ALL UNDERGROUND DETAILS. F,101 UTILITIES PRIOR TO CONSTRUCTION. 4 LATERALS AT 55 EACH. i L4.. . . ADS RANCOR A C 24 —D-90X CHAMBERS. SEE DETAILS. D DECOMMISSION WELLS., REMOVE EXITING PQLY TANK. PER NYSDOH REQM'T. I APR 2 0 2W7 I DECK. TOWN OF QUEENSBURY,t LOT #15 EXISTING 3 _ BUILDING&CODES BEDROOM PARKING PURPORTED DWELLING ELECTRIC LINE. LOCATE INret FIELD. LOCATE WATER LINE AND ACTUAL SEPTIC COMPONENT LAYOUTHORIZONTAL PROJECT: SEPTIC REPLACEMENT DESIGN . GRAVELLESS CHAMBER MAY VARY DUE TO BURIED UTILITIES. MAINTAIN 10 IC, TYP. OREST - WOODLAND PATH SEPARATION TO SEPT LOT #15 & #17 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) RKLENGIINEERING5 DRAWING TIT;AS—QUILT TIE—IN DIMENSIONST PAIL SITE PLAN 225 RUGGLES RD.;SARATOGA SPRINGS,NY K . A B C D SEPTIC SITE'< 'LAN r 518.581.3893 FILE NAME SITE n hw SCALE 1' x� 20'-O' D—BOX 9 7 NO. SUBMITTAL / REVISION APP'D. DATE N z DATE JANUARY 2017 L1 BEGIN 6 13 PLOT PLAN INFORMAThN OBTAINED FROM WARREN COUNTY GIS ., 0 A ISSUED FOR REVIEW/APPROVAL RKR t/s/ri AND AS PURPORTED BY PROPERTY MANAGER tP� $ REVISION 1 a L1 END 60 63d q, t RECORD DRAWING RKR 2/22/17 o � THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST t- NOT BE CONSTRUED AS SUCH. A X79 5� ti MEET L4 BEGIl 20 8 �O�PsioC-001 1 OF a- a- L4 END:. 63 61 2 PROJEPJ NOTES: FOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75—A. . SEE DALH "APPENDIX 75—A, WASTEWATER TREATMENT STANDARDS SEED AND COVER WITH STRAWDUE TO GRADE CHANGE OF — 6 6" BURIAL DEPTH WILL VARY AND SPACING INDIVIDUAL HOUSEHOLD USEHOLD SYSTEMS"& "NYSDOH — (GREEN) gESIGN TYP. ABSORPTION HANDBOOK` FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO MIN. EXCEED 24". INSTALL LATERAL GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. TRENCHES = 6 O.C. END VENT >S DEEP. NATIVE 2. INFORMATION ON THESE DRAWINGS:15 FOR SEPTIC SYSTEM DESIGN GRAVELLESS PURPOSES ONLY. FULL—TIME INSPECTIONS NOT PERFORMED. CHAMBER "A" BACKFILL EARTH 3. CONSTRUCYION SHALL BE AS SHOWN ON THESE DRAWINGS AND _ IN ACCORDANCE WITH ALL NYSOOH: AND SYSTEM MANUFACTURER'S I— HI z :SIL—TSI_ I—II-111 1' SII l TI�IHII 11-�2 c-HAMBER -11H1�- ONE CHAMBER REQUIREMENTS. ,I X11- II- HEIGHT LONGITUDINAL SECTION Z PROPOSED GRADE, SLOPE TO 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY 2' :2 DRAIN. SEED AND MULCH. REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER, DO NOT SMEAR SOILS DURING `"I INSTALL LEVEL. REMOVE EXCAVATIOQEBRIS, RAKE FLOOR & WALLS. 5. HEAVY EQUIPMENT SHALL BE KEPT'AWAY FROM THE TREATMENT FIELD. N. ,, j/ NO VEHICLES ALLOWED ON TREATMENT FIELD. GROUND WATER, BEDROCK OR 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. IMPERMEABLE STRATA PER NYSDOH APP; 75—A FEB 3, 2010 `A:25% 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO REDUCTION IN.TRENCH LENGTH IS ALLOWED WITH USE OFn �a ® DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA ACJ&—H NC01 AR-C 24, CHAMBER MODEL & VOLUME Of 7.5GAL/FT & OPEN SIDE�,WALL$. GRAVELLESS CHAMBER TRENCH TREATMENT. SECTION 8. RECOMMENDATION: DOWNSLOPE Ofd SJIALLOW WELLS SHOULD NAME UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. SCALE: NTS WELLWATER QUALITY SHOULD BE TESTED PERIODICALLY. 24" DIA 9. INSTALL EPFLUENT FILTER IN SEPTIC TANK, (POLY—LOK PL7-:122) WITH FROM SEPIIO TANK — ---------- i I A RISER,Ofi EQUAL 4" DIA. $OLID PVC f f INLET II —~ buT1-ET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL j I 1 CAUSE FAILURE OF SEPTIC SYSTEM. --------- PROVIDE EFFLUENT INLf=T_ OUTLET FILTER. SEE NOTES. APPROVAL STAMP / NOTES INSTALL RISER & EFFLUENT FILTER (POLYLOK PL-•122) It is a violation of NYS education law for any person, LOCKABLE COVER, TYP unless he is acting under the direction of a licensed 1-1/2` PRECAST professional engineer, to altbe—any item in any way. CONCRETE BAFFLE p� BACK-FILL WITH CLEAEpN �F'NISHED,_GRADE (R EQUAL BAFFLE IN 8 �NgLIFTS AIND TAMPED _ / IOP SOIL; SEED & MULCH EFFLUENT FlL71 R / REMOVABLE COVER ������ - arnvn <riWAT€RPROOF SEAL COVER � ,� ,� i/j'/j/i•i/j///i// {`% X 12" MIN z POLY RISER INLET INVERT 2" ABOVE iv U INLET -- ] OUTLET INVERT I OUTL ET m `� CAULKED CAULKED INL.1+T'. JOINT z JOINT OUTLET o OUI SANITARY TEE W/ SANITARY c c EFFLUENT FILTER . . ,..a tr 2" MIN. TEE w � 3" MIN 12" MINI °° pOpO —CLEAN SAND, PEA o GRAVEL OR AGGREGATE o rr�m m 7111 G L (3/4" _ tea`�e IF DESIGNED TO USE EXISTING SEPTIC TANK. PUMP OUT AND INSPECT EXISTING TANK: PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER MAINTAINED. TANKS.SHALL BE PUMPED 1. MINIMUM TANK CAPACITY AS FOLLOWS:. OUT AND INSPECTED EVERY 2 YEARS OPR J�CT FOREST PARK WOODLAND PATH 1 PIPE JOINTS TO BE SEALED LIQUID TIGHT — FOR 3 BEDROOMS OR LESS TANK-SHALL BE 1,000 GALLONS:WISiiFI OR LESS FOR OPTIMAL PERFORMANCE; 27 SF-..SURFACE AREA. EFFLUENT FILTER (IF INSTALLED) SHALL 2. SPEED iEVEL.ING DEVICES SHALL BE USED ON ALL — 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F, BE CHECKED' ASND CLEANED LOT #15 & #17 OUTLET PIPES. SURFACE AREA REGULARLY. OTHERWISE PREMATURE — FOR EACH ADDITIONAL BEDROOM)k6250 GALLONS & 7 S.F, FAI LURE C OU LD O C C U R. 3. SEPT]C TANK TO D—BOX: 4" PVC OR SDR21, LIQUID SURFACE AREA. 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) TiGHT JOINTS, MIN. SLOPE 1/8q PL=R FOOT. — FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250 GALLONS TO TANK SIZE FOR EACH, DRAWING Tii L 4. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTIZ15.UTiON BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4" PVC SCH. 4o PIPE, LIQUID TIGHT JOINTS, OF W DETAILS , SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4" PER FOOT. g , LJ ENGINEERING, PLL AND.'CONSTRUCTED OF 4" PVC•SOH. 40 OR SDR21 Cir 518 R 1.3893 RD.;SARATOGA SPRINGS,NY 3. SEPTIC TANK TO D—BOX OR PUMP TANK: 4" PVC SCH. 40 PIPE OR Gj �' 51&.561.3893 I IlE NAME ❑ETAIGS WiTH'1-1QUID TiGHT JOINTS. SDR21, LIQUID TiGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. 5. USE ZOUBLE SIDED STICKING RUBBER BUM FOR a ti SCALE AS NOTED 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. NO. SUBMITTAL / REVISION PP'D. DATE DATE JANUARY 2017 N I DOSED`SYSTEMS. h, '" A ISSUED FOR REVIEW/APP}YOVAL RKR /s/» NEW CONCRETE; FOR EACH MOBILE HOME. PROM®E �, , S o Ch I REVISION 1 o w ��S g'plBl I ON BOX NEW 1000 GAL CONCRETE SEPTIC TANK �dA�o 795 w$ I RECORD DRAWING RKR 2/2�/» SHEET OF 6� I f� V SCALE: NONE . F S10 C-100 08 SCALE: NONE 2 a. a-